Evaluation of wall-deep beam connection using CCwA under vertical and lateral loads / Jerrisly Sulindap
Shear wall are structural vertical member that is able to resist combination of shear, moment and axial load induced by wind load and gravity load transferred to the wall from other structural members. Deep beam recieved loadings from upper shear walls and distribute to the widely spaced columns or...
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| Main Author: | |
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| Format: | Thesis |
| Language: | English |
| Published: |
2010
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| Online Access: | https://ir.uitm.edu.my/id/eprint/18340/2/TM_JERRISLY%20SULINDAP%20EC%2010_5.pdf |
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